dc.contributor.authorWang, Xiu-shan
dc.contributor.authorFan, Tao-tao
dc.contributor.authorKitmeng, Lum
dc.date.accessioned2015-12-09T09:25:48Z
dc.date.available2015-12-09T09:25:48Z
dc.date.issued2015
dc.identifier.citationWang, X., Fan, T., & Kitmeng, L. (2015). Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete. Advances in Materials Science and Engineering, 2015, 860454-.en_US
dc.identifier.issn1687-8434en_US
dc.identifier.urihttp://hdl.handle.net/10220/39020
dc.description.abstractIn order to obtain the viscoelastic constitutive relation of High Modulus Asphalt Concrete (HMAC), the constitutive relationship is used to carry on the various numerical calculation, utilize integral transforming in its Bailey-Norton creep rule, and establish new practical model. Combining with the collection data from creep tests of uniaxial compression, regression calculation is carried out with 1STOPT fitting software; thus the creep parameters of High Modulus Asphalt Concrete in different temperatures were obtained, which can be used in HMAC creep model.en_US
dc.format.extent4 p.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesAdvances in Materials Science and Engineeringen_US
dc.rights© 2015 Xiu-shanWang et al.This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_US
dc.titleFinite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concreteen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1155/2015/860454
dc.description.versionPublished versionen_US


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